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2000-02-21_REVISION - M1980244
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2000-02-21_REVISION - M1980244
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Entry Properties
Last modified
6/16/2021 6:16:16 PM
Creation date
11/21/2007 9:58:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
2/21/2000
Doc Name
PHASE I AND II AND III EXTERNAL POND SECTIONS
Type & Sequence
TR33
Media Type
M
Archive
No
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A <br />9475 I <br />9450 I- <br />9425 <br />z <br />o0 9400 - <br />J <br />w <br />9375 <br />9350 I <br />9325 1- <br />0.0 <br />B <br />9475 <br />9450 <br />9425 <br />tz <br />z <br />9400 <br />w <br />9375 <br />9350 <br />9325 <br />100.0 <br />F.0 <br />_CP5&6 <br />200.0 300.0 <br />CP1 &4 <br />_ <br />1�2' <br />i <br />EL. 9,41 <br />0' <br />UPPER 80 MIL <br />I <br />GRADE TO DRAIN <br />/ <br />1.5 <br />T2 <br />GEOMEMBRANE <br />(NOTE 1) <br />SYSTEM ANCHOR <br />2 <br />SMOOTH LLDPE <br />B <br />9475 <br />9450 <br />9425 <br />tz <br />z <br />9400 <br />w <br />9375 <br />9350 <br />9325 <br />100.0 <br />F.0 <br />_CP5&6 <br />200.0 300.0 <br />A' <br />_ 9475 <br />CP &3 <br />EL. 19 417.0 <br />2 — <br />__ 9450 <br />i <br />- -- 50' —� <br />EXISTING GROUND (NOTE 3 ON <br />SURFACE <br />_ _ DWG. 1) <br />-- EL 9,375.0 EL. 98 75.0 I 9425 <br />_ 1.5 <br />i <br />� I <br />i z <br />- — 9400 Q <br />1% 2.5 GEOMEMBRANE. J2 I w <br />-- - - - -- - I SYSTEM ANCHOR\ . 2. / - 9375 <br />. - SOL- UTION- EVA UAT10N AND <br />B' S LDCRS SUMPS <br />2 <br />400.0 500.0 600.0 <br />HORIZONTAL DISTANCE (FT.) <br />A POND SECTION <br />2 SCALE: 1 *1 <br />REF. DWG. 1 <br />UPPER 80 MIL LDCRS GEONEf <br />SMOOTH M BETWEEN PRIMARY <br />S <br />S <br />GEOMEMBRANE <br />HONE AND SECONDARY <br />(NOTE 1) GEOMEMBRANES <br />LOWER 80 MIL <br />SMOOTH LLDPE 1 MIN. SOIL <br />GEOMEMBRANE LINER FILL <br />POND SUBGRADE <br />CONTINGENCY POND <br />GEOMEMBRANE LINER DETAIL <br />NOT TO SCALE <br />2 B 3 <br />1 <br />2 <br />1�2' <br />i <br />UPPER 80 MIL <br />I <br />GRADE TO DRAIN <br />/ <br />I <br />A' <br />_ 9475 <br />CP &3 <br />EL. 19 417.0 <br />2 — <br />__ 9450 <br />i <br />- -- 50' —� <br />EXISTING GROUND (NOTE 3 ON <br />SURFACE <br />_ _ DWG. 1) <br />-- EL 9,375.0 EL. 98 75.0 I 9425 <br />_ 1.5 <br />i <br />� I <br />i z <br />- — 9400 Q <br />1% 2.5 GEOMEMBRANE. J2 I w <br />-- - - - -- - I SYSTEM ANCHOR\ . 2. / - 9375 <br />. - SOL- UTION- EVA UAT10N AND <br />B' S LDCRS SUMPS <br />2 <br />400.0 500.0 600.0 <br />HORIZONTAL DISTANCE (FT.) <br />A POND SECTION <br />2 SCALE: 1 *1 <br />REF. DWG. 1 <br />UPPER 80 MIL LDCRS GEONEf <br />SMOOTH M BETWEEN PRIMARY <br />S <br />S <br />GEOMEMBRANE <br />HONE AND SECONDARY <br />(NOTE 1) GEOMEMBRANES <br />LOWER 80 MIL <br />SMOOTH LLDPE 1 MIN. SOIL <br />GEOMEMBRANE LINER FILL <br />POND SUBGRADE <br />CONTINGENCY POND <br />GEOMEMBRANE LINER DETAIL <br />NOT TO SCALE <br />2 B 3 <br />1 <br />2 <br />1�2' <br />MIN. <br />UPPER 80 MIL <br />I <br />GRADE TO DRAIN <br />SMOOTH HDPE <br />1% MIN. <br />GEOMEMBRANE <br />(NOTE 1) <br />LOWER 80 MIL <br />SMOOTH LLDPE <br />GEOMEMBRANE <br />3' MIN. <br />LINER <br />ANCHOR <br />12" MIN. <br />FILL <br />SOIL LINER <br />�2' <br />MIN.► <br />TYPICAL POND ANCHOR DETAIL <br />NOT TO SCALE <br />2 B 3 <br />ENGINEER'S STAMP I NO. I REVISION DESCRIPTION <br />500.0 <br />ISSUED FOR CONSTRUCTION <br />V11z1I <br />CP3 &4 <br />EL. 9,417.0 <br />20' 1 <br />600.0 <br />1-0 0M <br />2/15/00 <br />1 <br />600.0 <br />B' <br />9475 <br />1 9450 <br />9425 <br />tz <br />z <br />9400 <br />Q <br />w <br />®I11PA , <br />1 9350 <br />- ' 9325 <br />700.0 <br />NOTE <br />9350 <br />9325 <br />1. PLACE TEXTURED UPPER LINER IN LOCATIONS <br />SHOWN IN PLAN ON DRAWING 1. PLACE <br />TEXTURED SIDE UP. <br />jYIlmQ-,25?y REC :N <br />Permit Numher #: <br />Class: OPennit Ser/E FEB 2 <br />Revision L <br />#iibiI <br />Class: Er ._._._._._._._._._._._ ._._._._._._._._._._._._._._._I <br />Tyee/Seq: - - - - = Q3_1- ------ -- ------ -- - - - - -- - - - -- Dlvift of ah <br />Class: [5 Report O Hydm 13General <br />Dac Type: <br />OAppl. OBontl OEMoms O Inspect <br />cc ripple Creek & Victor Gold Mining Company <br />�lP Cresson Project <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />PHASE I /II /III III11 <br />EXTERNAL POND SECTIONS <br />B111I RB /dam etc FEB. 2000 <br />fi cscc® BN JOB No. 993 -2099 <br />Bcvasm RAB DIGITAL No. D049 <br />y_ L APPROVED JFL <br />r` Brim AS SHOWN BAG a Axv i <br />zoo UNION BLVD. , M 600, UIMWOOD, COLORADO 60226 I= NO. 2099D049 2 <br />PHONE: 909 880 -0610 FAY: 903 6 -2060 <br />(ED <br />?000 <br />& Ge*gy <br />I VIII VIII VIII VIII IIII IIN <br />19583 <br />
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